Skip to main content

Advertisement

Log in

Mechanical analysis of a vertical-wall, semicircular-arch roadway and a repair technique using double-shell support

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

Roadways in coal mines normally have two vertical side walls and a semicircular arch-shaped roof when viewed in cross section, a design conducive to the stability of surrounding rocks. The North 1 main roadway in Duerping Coal Mine has suffered severe damage and the conventional support method employed there is incapable of ensuring long-term stability of the surrounding rocks. This study provides a mechanical analysis of this vertical-wall, semicircular-arch (VWSA) roadway using a mechanical model. Formulas describing stresses in the rocks surrounding a VWSA roadway were derived through complex analysis. The stress distribution in the surrounding rocks was then predicted using the formulas. Based on the results, a double-shell support structure consisting of an internal shell, a flexible interlayer, and an external shell was developed as a new technique to stabilize surrounding rocks. The functional mechanisms of the three parts and the specific construction procedure are detailed in this paper. Moreover, the key technical parameters were optimized through a comparative analysis of the surrounding rock’s deformation behavior for different shell and interlayer thicknesses. After implementation of this technique, the floor heave, relative displacement between two sides, and roof lowering in the North 1 main roadway decreased to 82, 185, and 161 mm, respectively, which meet the requirements for long-term service. This verifies the effectiveness of the proposed technique in surrounding rock control.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+
from $39.99 /Month
  • Starting from 10 chapters or articles per month
  • Access and download chapters and articles from more than 300k books and 2,500 journals
  • Cancel anytime
View plans

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19

Similar content being viewed by others

Explore related subjects

Discover the latest articles and news from researchers in related subjects, suggested using machine learning.

References

  • Bjorkman GS, Richards R (1976) Harmonic holes—an inverse problem in elasticity. J Appl Mech 43(3):414–418

    Article  Google Scholar 

  • Bjorkman GS, Richards R (1979) Harmonic holes for nonconstant fields. J Appl Mech 46(3):573–576

    Article  Google Scholar 

  • Bloor AS (2013) Deformation of a circular concrete roadway lining in response to strata movement. Strata Mech 32:223

    Google Scholar 

  • Chen ZY (1994) Mechanical analysis of surrounding rock. Coal Industry Publishing House, Beijing

    Google Scholar 

  • Cristescu ND, Paraschiv I (1995) The optimal shape of rectangular-like caverns. Int J Rock Mech Min Sci Geomech Abstr 32(4):285–300

    Article  Google Scholar 

  • Feng W, Han LJ, Liu CC (2012) Influence of horizontal stress on stress distribution and deformation characteristics around arched roadway. J Saf Sci Technol 8(12):21–26

    Google Scholar 

  • Goursat E (1898) Leçons sur l’intégration des équations aux dérivées partiellesdu second ordre à deux variables indépendantes. A. Hermann

  • Guo WY, Zhao TB, Tan YL et al (2017) Progressive mitigation method of rock bursts under complicated geological conditions. Int J Rock Mech Min Sci 96:11–22

    Google Scholar 

  • He ZL, Qu B (2016) Simulation analysis of floor stress under different lateral pressure coefficients in vertical-wall, semicircular-arch (VWSA) roadway. Min Technol 16(4):38–39 (in Chinese)

    Google Scholar 

  • Kim BH, Larson MK, Lawson HE (2018) Applying robust design to study the effects of stratigraphic characteristics on brittle failure and bump potential in a coal mine. Int J Min Sci Technol

  • Koyama Y (2003) Present status and technology of shield tunneling method in Japan[J]. Tunn Undergr Space Technol 18(2):145–159

    Article  Google Scholar 

  • Lv AZ, Zhang LQ (2007) Underground tunnel mechanics analysis of complex function method. Science Press, Beijing

    Google Scholar 

  • Muskhelishvili NI (2013) Some basic problems of the mathematical theory of elasticity. Springer, Berlin

    Google Scholar 

  • Pengfei J, Jian L, Bin H et al (2016) The deformation mechanism and support methods of the water-bearing soft rock roadway. Phys Numer Simul Geotech Eng 22:55

    Google Scholar 

  • Richards R, Bjorkman GS (1980) Harmonic shape and optimum design. J Eng Mech Div 106(6):1125–1134

    Google Scholar 

  • Sears MM, Rusnak J, Van Dyke M et al (2017) Coal rib response during bench mining: a case study. Int J Min Sci Technol

  • Shan RL, Kong XS, Bin LI, Shan P, Xia Y (2014) Supporting design and optimization of large section roadway with straight wall and semicircle arch. China Min Mag 23(1):87–91

    Google Scholar 

  • Shuancheng GU, Enbo W, Xiangdong SHI (2014) Spandrel failure mechanism analysis of arched roadway in layered rock mass. Saf Coal Min 11:050

    Google Scholar 

  • Zang CW, Ma CL, Zhuang XA (2012) Research and application of full-length grouted anchor in roadway under mining face. Adv Mater Res Trans Tech Publ 468:2872–2877

    Google Scholar 

Download references

Acknowledgements

Financial support for the Fundamental Research Funds for the Central Universities (No. 2015QNB11), the Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD). The authors gratefully acknowledge financial support of the above items.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Tu Shi-hao.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Hong-sheng, T., Shi-hao, T., Chen, W. et al. Mechanical analysis of a vertical-wall, semicircular-arch roadway and a repair technique using double-shell support. Environ Earth Sci 77, 509 (2018). https://doi.org/10.1007/s12665-018-7680-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12665-018-7680-3

Keywords